KR100223383B1 - Mixing and chemical feeding methods and equipments for waste water treatment - Google Patents
Mixing and chemical feeding methods and equipments for waste water treatment Download PDFInfo
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- KR100223383B1 KR100223383B1 KR1019970007126A KR19970007126A KR100223383B1 KR 100223383 B1 KR100223383 B1 KR 100223383B1 KR 1019970007126 A KR1019970007126 A KR 1019970007126A KR 19970007126 A KR19970007126 A KR 19970007126A KR 100223383 B1 KR100223383 B1 KR 100223383B1
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- 239000000126 substance Substances 0.000 title claims abstract description 74
- 238000000034 method Methods 0.000 title claims description 22
- 238000004065 wastewater treatment Methods 0.000 title abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 70
- 238000002347 injection Methods 0.000 claims abstract description 65
- 239000007924 injection Substances 0.000 claims abstract description 65
- 238000006243 chemical reaction Methods 0.000 claims abstract description 53
- 238000003756 stirring Methods 0.000 claims description 25
- 239000003814 drug Substances 0.000 claims description 10
- 229940079593 drug Drugs 0.000 claims description 9
- 238000005086 pumping Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 239000002351 wastewater Substances 0.000 abstract description 7
- 239000000356 contaminant Substances 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 10
- 238000010517 secondary reaction Methods 0.000 description 9
- 239000003513 alkali Substances 0.000 description 7
- 239000002253 acid Substances 0.000 description 6
- 239000003795 chemical substances by application Substances 0.000 description 5
- 239000007800 oxidant agent Substances 0.000 description 5
- 238000001179 sorption measurement Methods 0.000 description 5
- 239000003463 adsorbent Substances 0.000 description 3
- 238000005054 agglomeration Methods 0.000 description 3
- 230000002776 aggregation Effects 0.000 description 3
- 239000003638 chemical reducing agent Substances 0.000 description 3
- 238000005189 flocculation Methods 0.000 description 3
- 230000016615 flocculation Effects 0.000 description 3
- 238000007254 oxidation reaction Methods 0.000 description 3
- 239000000843 powder Substances 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000006386 neutralization reaction Methods 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 238000006722 reduction reaction Methods 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 238000004148 unit process Methods 0.000 description 2
- 238000013019 agitation Methods 0.000 description 1
- 230000003113 alkalizing effect Effects 0.000 description 1
- 238000010170 biological method Methods 0.000 description 1
- 239000000701 coagulant Substances 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- GPRLSGONYQIRFK-UHFFFAOYSA-N hydron Chemical compound [H+] GPRLSGONYQIRFK-UHFFFAOYSA-N 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000011197 physicochemical method Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F25/00—Flow mixers; Mixers for falling materials, e.g. solid particles
- B01F25/30—Injector mixers
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/04—Oxidation reduction potential [ORP]
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/06—Controlling or monitoring parameters in water treatment pH
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/10—Solids, e.g. total solids [TS], total suspended solids [TSS] or volatile solids [VS]
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- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Water Treatment By Sorption (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
본 발명은 용수 또는 폐수 중의 오염물질을 화학적으로 제거하는 수처리에 관한 것으로, 반응조내에 노즐이 설치되고 이 노즐은 원수유입펌프 또는 순환펌프의 토출구와 연결되어 있으며, 상기한 원수유입펌프 또는 순환펌프들의 토출구에는 이젝터가 설치되어 있고 이젝터에는 약품주입관이 연결되거나 또는 순환펌프의 흡입구에 약품주입관이 연결된 구조로 이루어진 용수 및 폐수처리용 교반 및 약품주입방법과 장치를 이용함으로써, 별도의 교반기와 약품주입펌프를 생략할 수 있게 되어 용수 및 폐수처리장치의 시설비와 유지관리비를 절감할 수 있게 한 것이다.The present invention relates to a water treatment for chemically removing contaminants in water or wastewater, wherein a nozzle is installed in the reaction tank, and the nozzle is connected to a discharge port of a raw water inflow pump or a circulation pump, and the raw water inflow pump or circulation pump Ejector is installed in the discharge port and the chemical injection pipe is connected to the ejector or the chemical injection pipe is connected to the suction port of the circulating pump. Since the injection pump can be omitted, it is possible to reduce the facility cost and maintenance cost of the water and wastewater treatment apparatus.
Description
본 발명은 용수 또는 폐수 중의 오염물질을 화학적으로 제거하는 수처리에 관한 것으로, 특히 별도의 교반장치나 약품주입펌프를 사용하지 않고 원수유입펌프 또는 순환펌프와 이젝터를 이용하여 화학반응을 위한 반응조를 교반시키거나 약품을 주입하는 것을 특징으로 하는 교반 및 약품주입장치와 그 방법에 관한 것이다.The present invention relates to a water treatment for chemically removing contaminants in water or waste water. In particular, the present invention relates to agitating a reaction tank for a chemical reaction using a raw water inflow pump or a circulation pump and an ejector without using a separate stirring device or a chemical injection pump. It relates to a stirring and drug injection device and a method for injecting or injecting a drug.
일반적으로, 용수 또는 폐수 등의 원수로부터 오염물질을 제거하는 방법은 크게 물리적·화학적·생물학적 방법으로 분류되며, 오염물질의 성상에 따라서 상기 방법들을 다양하게 조합하여 사용한다. 그 중에서 화학적인 처리방법은 산화, 환원, 중화, 흡착, 응집 등의 단위공정(Unit Process)으로 구성되는 바, 이러한 처리방법의 수행시에는 원수가 유입되는 반응기에 반응에 필요한 약품을 주입하고 소정의 체류시간과 혼합 강도를 유지시켜야 한다.In general, methods for removing contaminants from raw water such as water or wastewater are classified into physical, chemical, and biological methods, and various combinations of the above methods are used depending on the characteristics of the contaminants. Among them, the chemical treatment method is composed of unit processes such as oxidation, reduction, neutralization, adsorption, and coagulation. When the treatment method is performed, chemicals required for reaction are injected into a reactor into which raw water is introduced. The residence time and mixing strength of
종래의 수처리 공정은 도4에 도시되어 있는 바, 용수 및 폐수를 처리하는 방법은 상기 물리화학적 방법중에서 흡착 및 응집 반응후에 침전시키는 공정을 거치는 것으로 이루어져 있다.The conventional water treatment process is shown in Figure 4, the method for treating water and wastewater consists of the step of precipitation after the adsorption and flocculation reaction in the physicochemical method.
이와 같은 수처리 공정은, 반응단계에 따라서, 흡착반응조, 응집반응조 및 플록형성 반응조 등의 원수 또는 전단계의 반응을 마친 수체에, 흡착제, 응집제, 알카리제 및 응집보조제 등의 약품을 그 종류를 달리하여 주입하기 위한 약품주입펌프(101)를 설치하여야 하고, 각각의 반응조내에 소정의 혼합강도를 얻기 위하여 프로펠러 또는 페들형의 교반기(102)를 별도로 설치하여야 한다.In such a water treatment process, depending on the reaction step, the raw water of the adsorption reaction tank, the flocculation reaction tank and the floc forming reaction tank, or the water body after the previous stage of reaction, the chemicals such as the adsorbent, the flocculant, the alkaline agent and the flocculent aid are different. A
따라서 상기 장치의 설치와 유지관리측면에서 불리하며, 특히 약품주입펌프(101)는 고가이며 감속기가 사용되는 교반기(102) 역시 비교적 고가의 장비이므로 시설비가 많이 소요되어 비경제적이었다.Therefore, it is disadvantageous in terms of the installation and maintenance of the device, in particular, the
이에 본 발명은 상기와 같은 종래의 문제점을 해소하기 위하여 안출된 것으로, 종래에 사용하던 수처리용 교반기와 약품주입펌프를 대체하여 시설비와 유지관리비를 절감할 수 있는 교반 및 약품주입 장치를 제공하는데 그 목적이 있다.Accordingly, the present invention has been made in order to solve the above problems, and provides a stirring and chemical injection device that can reduce the facility cost and maintenance costs by replacing the conventional water treatment agitator and chemical injection pump. There is a purpose.
또한, 본 발명은 상기와 같은 교반 및 약품주입방법을 제공하는 것을 또 다른 목적으로 한다.In addition, another object of the present invention is to provide a stirring and chemical injection method as described above.
상기한 바와 같은 목적을 달성하기 위한 본 발명에 따른 수처리 장치는, 반응조내에 노즐이 설치되고 이 노즐은 원수유입펌프 또는 순환펌프의 토출구와 연결되어 있으며, 상기 원수유입펌프 또는 순환펌프들의 토출구에는 이젝터가 설치되어 있고, 이젝터에는 약품주입관이 연결되거나 또는 순환펌프의 흡입구에 약품주입관이 연결된 구조로 이루어져 있다.In the water treatment apparatus according to the present invention for achieving the above object, a nozzle is installed in the reaction tank, the nozzle is connected to the discharge port of the raw water inlet pump or the circulation pump, the ejector of the raw water inlet pump or the circulation pump Is installed, the ejector is composed of a chemical injection pipe is connected or the chemical injection pipe is connected to the suction port of the circulation pump.
그리고, 상기 약품주입관에는, 산화제 및 환원제 또는 산 및 알카리제 또는 분말활성탄 등을 주입하는 자동밸브가 설치되는바, 상기 자동밸브는 산화환원전위제어기(ORP Controller)나 수소이온농도제어기(pH Controller) 또는 현탁고형물제어기(MLSS Controller)에 연동하여 작동되도록 설치하고, 상기 제어기들의 감지부들은 상기 약품들이 주입되는 반응조내에 설치되는 구조이다.In addition, the chemical injection pipe is provided with an automatic valve for injecting an oxidizing agent and a reducing agent or an acid and an alkali or powdered activated carbon, and the automatic valve includes an ORP controller or a hydrogen ion concentration controller (pH controller). ) Or suspended solids controller (MLSS Controller) is installed to operate in conjunction with, the detection unit of the controller is a structure that is installed in the reaction vessel in which the drugs are injected.
또한, 상기한 본 발명의 또 다른 목적을 달성하기 위한 교반 및 약품주입방법은, 원수유입펌프 또는 순환펌프의 가동으로 반응조내에 설치된 노즐을 통하여 수류가 반응조내의 수체중으로 분사됨으로써 그 분사수류의 에너지에 의하여 상기 반응조 내부의 수체가 교반되고, 또한 상기 펌프들의 가동으로 펌프의 토출관에 설치된 이젝터 내부에 음압이 형성되고, 이 음압에 의하여 약품이 약품주입관을 통하여 상기 이젝터로 흡입되어 펌프의 토출수와 혼합되면서 노즐을 통하여 수류와 함께 반응조로 유입되어 혼합되고 교반되도록 하는 것이다. 이때 펌프에 설치된 밸브를 조절하여 노즐의 분사수류량을 조정함으로써 반응조내부의 혼합강도를 정교하게 조절할 수 있게 된다.In addition, the stirring and chemical injection method for achieving the above object of the present invention, the water flow is injected into the water body in the reaction tank through the nozzle installed in the reaction tank by the operation of the raw water inlet pump or the circulation pump energy of the injection water flow The water body inside the reactor is agitated, and a negative pressure is formed inside the ejector installed in the discharge tube of the pump by the operation of the pumps, and by this negative pressure, the chemical is sucked into the ejector through the chemical injection pipe, thereby discharging the pump. While mixing with water is introduced into the reactor with the water flow through the nozzle to be mixed and stirred. At this time, it is possible to finely adjust the mixing strength of the reaction tank by adjusting the injection flow rate of the nozzle by adjusting the valve installed in the pump.
그리고, 응집제와 알카리 또는 산화제와 산과 같이 동일 반응조에 2종류 이상의 약품이 사용되는 경우외에는 순환펌프의 흡입구에 약품주입관을 연결함으로써 펌프가 가동될 때의 흡입양정에 의하여 별도의 이젝터가 없이도 약품이 주입되는 방법이 구현되어 있다.And, except when two or more kinds of chemicals are used in the same reactor, such as flocculant and alkali or oxidizing agent and acid, the chemicals can be dispensed by the suction lift when the pump is operated by connecting the chemical injection pipe to the suction port of the circulation pump. The method of injection is implemented.
또한, 상기한 산화제 및 환원제 또는 산 및 알카리제 또는 분말활성탄 등의 약품주입관에 설치된 자동밸브는 반응기내에 감지기가 설치된 각종 제어기에 연동하여 개폐작동됨으로써 반응에 필요한 약품주입량이 자동으로 조절되게 된다.In addition, the automatic valve installed in the chemical injection pipe such as the oxidizing agent and the reducing agent or the acid and the alkali or powder activated carbon is opened and closed in conjunction with various controllers in which the detector is installed in the reactor, thereby automatically adjusting the chemical injection amount required for the reaction.
제1도는 본 발명에 따른 교반 및 약품주입 장치로 구성되는 수처리 과정의 개략도이고,1 is a schematic view of the water treatment process consisting of the stirring and chemical injection device according to the present invention,
제2도는 본 발명에 따른 교반 및 약품주입 장치의 일례도이며,2 is an example of a stirring and chemical injection device according to the invention,
제3도는 본 발명에 따른 약품주입관의 개략도이고,3 is a schematic view of a drug injection tube according to the present invention,
제4도는 종래의 수처리용 교반 및 약품주입 장치의 흐름도이다.Figure 4 is a flow chart of a conventional water treatment agitation and chemical injection device.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 1차 반응조 2 : 2차 반응조1: 1st reactor 2: 2nd reactor
3 : 3차 반응조 3a : 반응조3: 3rd reactor 3a: reactor
4 : 침전조 8, 8a, 8b : 이젝터4: settling tank 8, 8a, 8b: ejector
9, 9a, 9b : 노즐 10 : 원수펌프9, 9a, 9b: nozzle 10: raw water pump
11, 11a : 순환펌프 12 : 약품 주입관11, 11a: circulation pump 12: chemical injection pipe
13, 13a : 조절밸브 14 : 자동밸브13, 13a: regulating valve 14: automatic valve
이하, 본 발명을 첨부된 예시 도면을 참조하여 상세히 설명한다.Hereinafter, with reference to the accompanying drawings, the present invention will be described in detail.
도1은 본 발명에 따른 수처리를 위한 교반 및 약품 주입방법을 구현한 장치의 개략적인 구성도로서, 용수 또는 폐수처리를 위한 화학적인 수처리 단위공정에 있어서 반응조가 원수유입펌프 또는 순환펌프와 이젝터를 포함하는 구조로 되어있다.1 is a schematic configuration diagram of a device implementing the stirring and chemical injection method for water treatment according to the present invention, the reaction tank in the chemical water treatment unit process for water or waste water treatment, the raw water inlet pump or circulation pump and ejector It is structure to include.
즉, 원수는 집수조에 유입되어 집수된 후 원수유입펌프(10)에 의하여 1차반응조(1)에 유입되어 반응이 진행되며, 상기 1차반응조(1)에서 반응이 종료된 후 2차반응조(2), 3차반응조(3) 또는 침전조(4)등의 후속공정으로 단계별로 진행된다. 이때 1차반응조(1)에는 분말활성탄 등의 흡착제를 주입하여 흡착반응이 진행되고, 2차반응조(2)에는 응집제 및 알카리제를 주입하여 응집반응을 일으키며, 다시 3차반응조(3)에서는 침전조(4)에서 침전이 잘 이루어지도록 응집보조제를 주입하여 응집입자의 크기를 증대시키는 플록형성반응이 진행된다.That is, the raw water is introduced into the sump and collected, and then the raw water inflow pump 10 is introduced into the primary reaction tank 1 and the reaction proceeds. After the reaction is completed in the primary reaction tank 1, the secondary reaction tank ( 2), the third step reaction tank (3) or sedimentation tank (4), etc. are carried out step by step. At this time, the adsorption reaction proceeds by injecting an adsorbent such as powder activated carbon into the primary reaction tank (1), and in the secondary reaction tank (2), a flocculant and an alkali agent are injected to cause an agglomeration reaction, and again in the tertiary reaction tank (3) In (4), flocculation reaction is performed to increase the size of the aggregated particles by injecting a flocculent aid so that precipitation is well achieved.
그러나 본 발명의 적용범위는 흡착응집반응에 국한되지 않으며 산화, 환원, 중화 또는 이들의 다양한 조합에 의한 화학적인 폐수처리에 광범위하게 적용될 수 있다.However, the scope of the present invention is not limited to the adsorption agglomeration reaction and can be widely applied to chemical wastewater treatment by oxidation, reduction, neutralization or various combinations thereof.
본 발명에 따른 수처리 장치에서, 1차반응조(1)에는 수중에 노즐(9)이 설치되고 원수유입펌프(10)의 토출구와 노즐(9)은 관으로 연결된다. 또한 상기 펌프(10)의 토출구와 상기 노즐(9)사이의 토출관(15)에 약품주입을 위한 이젝터(8)가 설치되어 있으며, 상기 이젝터(8)에는 약품주입관(12)이 연결된다. 약품주입관(12)의 선단에는 약품탱크(도면에 미표기)가 위치하며 약품탱크에는 산이나 알카리, 액상으로 현탁된 분말활성탄 등의 흡착제 또는 공정에 따라 필요한 화공약품이 충진되게 된다.In the water treatment apparatus according to the present invention, the primary reactor 1 is provided with a nozzle 9 in water and the discharge port of the raw water inlet pump 10 and the nozzle 9 are connected by a pipe. In addition, an ejector 8 for chemical injection is installed in the discharge tube 15 between the discharge port of the pump 10 and the nozzle 9, and the
한편, 2차반응조(2)에는 2차반응조(2)내의 수체를 양수하여 다시 동일한 2차반응조(2)내부로 유입시키는 순환펌프(11)가 설치되어 있고 반응조(2) 내부의 수중에는 노즐(9a)이 2계열로 설치되어 있다. 상기 노즐(9a)이 설치된 2계열의 관에는 각각 이젝터(8)가 설치되고 상기 이젝터(8a)에는 각각 약품주입관(12)이 연결되며, 2계열의 노즐(9a)와 이젝터(8a)는 순환펌프(11)의 토출관(15a)에 연결된다. 각각의 약품주입관(12a)은 각각 응집제와 알카리제가 충진된 약품탱크와 연결된다.On the other hand, the secondary reaction tank (2) is provided with a circulation pump 11 for pumping the water body in the secondary reaction tank (2) and flowing it back into the same secondary reaction tank (2), and the nozzle in the water inside the reaction tank (2) (9a) is provided in two series. The ejector 8 is installed in each of the two lines of the nozzle 9a, and the
3차반응조(3)의 내부에도 노즐(9b)이 설치되고 노즐(9b)이 설치된 관에는 약품주입관(12)이 연결된 이젝터(8)가 설치되며 다시 순환펌프(11a)의 토출관(15b)과 연결된다.The nozzle 9b is also installed inside the tertiary reactor 3 and the ejector 8 to which the
이와 같이 구성된 본 발명에 따른 수처리용 교반 및 약품주입장치의 교반 및 약품주입방법을 살펴보면 다음과 같다.Looking at the stirring and chemical injection method of the water treatment stirring and chemical injection device according to the present invention configured as described above are as follows.
1차반응조(1)의 경우 원수유입펌프(10)가 가동되면, 이젝터(8)내부에는 음압이 형성되고 이 음압에 의한 흡입력에 의하여 약품주입관(12)을 통하여 약품이 이젝터(8)내부로 흡입되어 원수와 함께 혼합되면서 반응조(1)에 설치된 노즐(9)을 통하여 반응조(1) 내부로 분사되게 된다.In the case of the primary reactor 1, when the raw water inflow pump 10 is operated, a negative pressure is formed in the ejector 8, and the chemical is injected into the ejector 8 through the
이때 반응조(1)내부에 수체는, 노즐(9)을 통하여 분사되는 수류의 에너지에 의하여 교반되며 이젝터(8)를 통하여 주입된 약품과 반응하게 되는 것이다. 따라서 별도의 교반기와 약품주입펌프가 없이도 이젝터(8)와 노즐(9)에 의하여 1차반응조(1)에서는 교반 및 약품주입이 효과적으로 이루어질 수 있게 된다.At this time, the water body inside the reaction tank 1 is agitated by the energy of the water flow injected through the nozzle 9 and reacts with the chemical injected through the ejector 8. Therefore, even without a separate stirrer and a chemical injection pump, by the ejector 8 and the nozzle 9, the stirring and chemical injection can be effectively performed in the first reaction tank 1.
2차반응조(2)의 경우도 교반과 약품을 주입하는 장치의 작동과정은 1차반응조(1)에서와 동일하다. 그러나 2차이후의 반응조에는 1차반응을 거치지 않은 원수룰 2차반응조(2)에 직접 유입시킬 수 없기 때문에 원수유입펌프(10)를 사용할 수 없는 문제를 해소하기 위해서 원수유입펌프(10)대신에 반응조(2)내부의 수체를 순환시키는 순환펌프(11)를 사용한다.In the case of the secondary reaction tank (2), the operation process of the device for injecting stirring and chemicals is the same as in the first reaction tank (1). However, in order to solve the problem that the raw water inflow pump 10 cannot be used since the second and subsequent reaction tanks cannot directly flow into the raw water rule secondary reaction tank 2 that has not undergone the first reaction, instead of the raw water inflow pump 10. The circulation pump 11 which circulates the water body inside the reactor 2 is used.
노즐(9a)과 이젝터(8a), 약품주입관(12a)을 2계열화시키고 약품을 분리하여 주입하는 것은 응집반응을 위한 응집제와 알카리제가 반응조(2)내에서 혼합되지 않고 관로중에서 혼합될 경우 응집효율이 저하되므로 이러한 문제점을 해소하기 위한 것이다. 2차반응조(2)에서와 같이 서로 다른 종류의 약품을 분리하여 주입하는 형태는 응집반응에만 국한되지 않고 산화반응을 위한 산화제와 산의 주입 또는 환원반응을 위한 환원제와 알카리제의 주입 등에도 사용되게 된다.The nozzle 9a, the ejector 8a, and the
3차 반응조(3)에서는 내부의 수체를 순환시키는 별도의 순환펌프(11a)에 의하여 교반 및 약품을 주입하는 바, 이것은 1차반응조(1)를 거치지 않은 원수 또는 2차반응을 거치지 않은 수체가 3차반응조(3)에 유입하게 되면 처리효율이 저하되는 문제점을 해소하기 위한 것이다. 노즐(9b)과 이젝터(8b)를 일계열로 한 것은 한 종류의 약품만을 주입하기 때문이며, 그 방법은 전단계의 반응조(1, 2)에서와 동일하다.In the third reaction tank (3), the stirring and chemicals are injected by a separate circulation pump (11a) for circulating the water body therein, which means that the raw water without passing through the first reaction tank (1) or the water without passing through the secondary reaction is Inflow to the third reaction tank (3) is to solve the problem that the treatment efficiency is lowered. The reason why the nozzle 9b and the ejector 8b are used in one series is to inject only one kind of chemicals, and the method is the same as in the reactors 1 and 2 of the previous stage.
도 2는 본 발명에 따른 약품주입장치의 일례도이다.2 is an example of a drug injection device according to the present invention.
순환펌프(11b)의 토출구에는 이젝터가 없으며 그 대신에 순환펌프(11b)의 흡입구에 약품주입관(12c)을 직접 연결시킨 구조로 이루어진다.The ejection port of the circulation pump 11b does not have an ejector, and instead has a structure in which the chemical injection pipe 12c is directly connected to the suction port of the circulation pump 11b.
즉, 순환펌프(11b)가 가동되면 상기 순환펌프(11b)의 양수력에 의하여 흡입구에 연결된 약품주입관(12c)을 통하여 약품이 주입된다. 따라서 약품주입펌프가 필요치 않으며 이젝터까지도 생략되는 구조이다. 또한 펌프(11b)의 회전차의 회전력에 의하여 약품이 폐수중에 잘 용해 및 혼합되는 장점이 있다.That is, when the circulation pump 11b is operated, the medicine is injected through the chemical injection pipe 12c connected to the suction port by the pumping force of the circulation pump 11b. Therefore, no chemical injection pump is required and the ejector structure is omitted. In addition, there is an advantage that the drug is well dissolved and mixed in the waste water by the rotational force of the rotary wheel of the pump 11b.
도 3은 본 발명에 따른 약품주입관의 구성도이다.3 is a block diagram of a drug injection pipe according to the present invention.
약품주입관(12)에는 자동밸브(14)를 설치하고 이 자동밸브(14)는 산화환원전위제어기(ORP Controller)나 수소이온농도제어기(pH Controller) 또는 현탁고형물제어기(MLSS Controller)에 연동하여 개폐되도록 구성된다. 따라서 산화제 또는 환원제, 산 또는 알칼리, 분말활성탄 등을 주입할 때에 상기 각각의 제어기로 약품주입량을 자동으로 조절할 수 있게 된다. 그러나 자동밸브(14)의 작동이 비례제어(Proprotional Control)가 아니며 개폐동작을 하게 되므로 단 시간에 밸브(14)의 개폐 작동회수가 지나치게 과다하게 되어 제어기 및 자동밸브에 무리가 발생되므로 바이패스(By-pass)관을 두어 각각에 수동의 조절밸브(13, 13a)를 설치하고 이를 조정함으로써 자동밸브(14)가 빈번하게 개폐되지 않도록 하여 작동회수를 줄일 수 있게 된다.An
한편, 이상에서 설명한 본 발명의 교반 및 약품주입 방법과 장치에 따라 다음과 같은 구체적인 실시예로 하수를 처리해 보았는바, 그 구체적인 실시의 결과는 다음과 같다. 그러나 하기 실시예는 본 발명을 예시하는 것이지 이를 제한하지 않는다.On the other hand, according to the stirring and chemical injection method and apparatus of the present invention described above, the sewage was treated in the following specific examples, the results of the specific implementation is as follows. However, the following examples illustrate the invention but do not limit it.
[실시예]EXAMPLE
유량 1000㎥/일의 폐수를 체류시간(HRT)이 5분인 1차반응조(1)에서 속도경사(Velocity Gradient : G) 400sec-1으로 급속교반시킬 경우, 반응조(1)내에 설치된 노즐에서의 분사속도와 이때 소요되는 원수유입펌프(10)에서의 소요양정은 다음과 같다.When the wastewater with a flow rate of 1000 m3 / day is rapidly stirred at a velocity gradient of 400 sec −1 in a primary reaction tank 1 having a residence time (HRT) of 5 minutes, spraying from a nozzle installed in the reaction tank 1 Speed and the required head lift in the raw water inlet pump 10 is as follows.
반응조(1)의 용량(V)은 3.5㎥이며 수체의 점성계수(μ)가 1.3×10-3㎏·s/㎡일 때 교반에 필요한 동력(P=μVG2)은 728watt가 소요된다. 폐수의 밀도(ρ)를 1000㎏/㎥으로 가정하면 노즐(9)에서의 소요분사속도(υ= )는 11.2m/sec가 되며 이에 따른 노즐에서 소요양정(H= )은 6.4m이다. 따라서 교반을 위하여 원수유입펌프(10)에 추가되는 양정은 배관 등에서 양정손실 등을 감안한 여유율 20%를 적용하여 7.7m이다. 이때 노즐(9)의 구경을 20㎜로 할 때 노즐은 3개가 소요된다.The capacity (V) of the reactor 1 is 3.5 m 3 and the power (P = μVG 2 ) required for stirring takes about 728 watts when the viscosity of the water body is 1.3 × 10 −3 kg · s / m 2 . Assuming that the waste water density (ρ) is 1000 kg / m 3, the required spraying speed (υ =) at the nozzle 9 is 11.2 m / sec, and thus the required head (H =) at the nozzle is 6.4 m. Therefore, the head is added to the raw water inlet pump 10 for stirring is 7.7m by applying a margin of 20% considering the head loss in the piping. At this time, when the diameter of the nozzle 9 is 20 mm, three nozzles are required.
따라서 원수유입펌프(10)의 시설양정을 7.7m 증대시키고 반응조(1)내에 규경 20㎜의 노즐을 3개 설치하므로써 교반기를 설치하지 않고도 경제적으로 반응을 위한 급속교반이 가능하게 된다.Therefore, the facility lift of the raw water inlet pump 10 is increased by 7.7 m and three nozzles having a diameter of 20 mm are installed in the reaction tank 1, thereby enabling rapid stirring for economic reaction without installing a stirrer.
이상에서 설명한 바와 같이, 본 발명에 따른 용수 및 폐수처리용 교반 및 약품주입방법과 그 장치를 이용함으로써, 수처리 과정에 있어서 별도의 교반기와 약품주입펌프를 생략할 수 있게 되어 용수 및 폐수처리장의 시설비와 유지관리비를 절감할 수 있게 된다.As described above, by using the stirring and chemical injection method for the water and wastewater treatment and the apparatus according to the present invention, it is possible to omit a separate stirrer and a chemical injection pump in the water treatment process, the facility cost of the water and wastewater treatment plant And maintenance costs can be reduced.
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